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�I <br />i <br />i <br />I- <br />lk <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />x <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />I <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />x <br />1 <br />Former T� soil <br />Stockpile o.14 <br />I <br />AD ft* <br />4 1 <br />�% 1 <br />as�a ,�� � 1 <br />�% <br />\ ,, <br /><, 1 <br />416 I <br />INN <br />I/ <br />7 <br />1 <br />I <br />G <br />I <br />G� <br />0 <br />X- Section A -A <br />(Exhibit 18) <br />CRDA 1 <br />HIGHPOINT OF <br />PERMANENT <br />COLLECTION DITCHES, <br />o <br />N X <br />(n W <br />�I <br />\ 0yo <br />\ P <br />' \ J <br />N <br />v <br />N <br />Lu <br />I <br />� l <br />AFFECTED <br />�� ! 4971.93 <br />In <br />I'- <br />REFERENCES <br />XCEL ENERGY <br />Ash Disposal Area <br />4'99.5.34 <br />4- <br />2 <br />AFFECTED SURFACE AREA BOUNDARY <br />2 <br />TERRACE DRAINS <br />COLLECTION/ DITCHES <br /><r <br />6] <br />e} <br />:b <br />Y9 <br />O <br /><\ 'O <br />y, \ <br />p"O. <br />4� <br />O <br />M \\ <br />V <br />Former Topsoil <br />Stockpile No. 9 <br />I Reclaimed P nd 6 N�� e), <br />d X <br />�\ <br />HIGHPOINT OF <br />PERMANENT <br />COLLECTION DITCHES +4987. <br />Y82 <br />6 <br />PR -5 Adequacy response #1 <br />T.K.B. <br />05/01/ <br />ir <br />5 <br />PR -5 FINAL RECLAMATION REVISION <br />T.K.B. <br />02123/ <br />Co <br />Z <br />4 <br />REV. DESIGN FOR POND RECL. & CRDA -1 ACCESS ROAD RECL. AT PERMIT RENEWAL <br />D.A.J. <br />12116/ <br />t <br />3 <br />REVISED POND FINAL CONTOURS <br />T. K.S. <br />6171G <br />° based on 1' <br />2 <br />REVISED FINAL CONTOURS <br />D, A.✓. <br />6/1/0 <br />1 <br />REVISED DISTURBED AREA BOUNDARY <br />D.A.J. <br />9/99 <br />No. <br />I DESCRIPTION: <br />BY <br />DATE <br />REFERENCES <br />XCEL ENERGY <br />Ash Disposal Area <br />4'99.5.34 <br />4- <br />2 <br />AFFECTED SURFACE AREA BOUNDARY <br />2 <br />TERRACE DRAINS <br />COLLECTION/ DITCHES <br /><r <br />6] <br />e} <br />:b <br />Y9 <br />O <br /><\ 'O <br />y, \ <br />p"O. <br />4� <br />O <br />M \\ <br />V <br />Former Topsoil <br />Stockpile No. 9 <br />I Reclaimed P nd 6 N�� e), <br />d X <br />�\ <br />HIGHPOINT OF <br />PERMANENT <br />COLLECTION DITCHES +4987. <br />Y82 <br />�yy <br />�T <br />4900 <br />m <br />A� <br />v2 <br />2 <br />OWN <br />OrTO <br />H <br />T <br />0- <br />F <br />550 <br />a. <br />j'k <br />�O \ <br />D� <br />�— 4910 <br />486p <br />4850 <br />Former Topsoil <br />Stockpile No. 7 & 8 <br />o <br />r <br />r <br />r / <br />o, I <br />1 <br />ENGINEER'S CERTIFICATION PREPARED FOR: <br />p�tj this drawing was done N <br />pP. t4 irect supervision and SNOWCAP COAL COMPANY W E <br />s�t t�c�F�o otion presented on P.O. Box 1430, Palisade, CO 91526 <br />owinq is t�ua nd correct to the S <br />f493 WoW ed and belief 1 ONE INCH <br />���� 5•- 3. Z 1 PREPARED BY: J E. STOVER & ASSOCIATES <br />�tsvE op Date _- - - _2552 x 7th street unit a DESIGNED BY: D.A.J. <br />d jot - -- <br />0� - DRAWN BY: D.A.J. <br />-- - -- CHECKED BY: I J.E.S. <br />u <br />5000 <br />Cameo <br />Borrow <br />area No. 1 <br />♦% <br />♦% <br />,� <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />\ 1 <br />1 <br />1 <br />I <br />En�l <br />-4 <br />Tvr <br />0 <br />'/ 4L�: <br />-fF <br />E <br />E <br />TYPICAL CROSS SECTION <br />ir <br />I he <br />by <br />Q <br />m <br />t <br />Topography <br />of reclaimed Ponds <br />6, 10 & 11 <br />° based on 1' <br />contour interval and <br />provided by <br />/s <br />Rolland Surveying (2012) <br />s <br />Topography <br />of reclaimed areas <br />provided by Data <br />Tamme <br />Mapping of <br />Grand Junction, CO. <br />(2002) <br />Colorado <br />�yy <br />�T <br />4900 <br />m <br />A� <br />v2 <br />2 <br />OWN <br />OrTO <br />H <br />T <br />0- <br />F <br />550 <br />a. <br />j'k <br />�O \ <br />D� <br />�— 4910 <br />486p <br />4850 <br />Former Topsoil <br />Stockpile No. 7 & 8 <br />o <br />r <br />r <br />r / <br />o, I <br />1 <br />ENGINEER'S CERTIFICATION PREPARED FOR: <br />p�tj this drawing was done N <br />pP. t4 irect supervision and SNOWCAP COAL COMPANY W E <br />s�t t�c�F�o otion presented on P.O. Box 1430, Palisade, CO 91526 <br />owinq is t�ua nd correct to the S <br />f493 WoW ed and belief 1 ONE INCH <br />���� 5•- 3. Z 1 PREPARED BY: J E. STOVER & ASSOCIATES <br />�tsvE op Date _- - - _2552 x 7th street unit a DESIGNED BY: D.A.J. <br />d jot - -- <br />0� - DRAWN BY: D.A.J. <br />-- - -- CHECKED BY: I J.E.S. <br />u <br />5000 <br />Cameo <br />Borrow <br />area No. 1 <br />♦% <br />♦% <br />,� <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />\ 1 <br />1 <br />1 <br />I <br />En�l <br />-4 <br />Tvr <br />0 <br />'/ 4L�: <br />+ 844.5 <br />I <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 Ol8G0Cl <br />N 1017500 <br />•� ♦ <br />DSIDE <br />RTH PORT <br />SEE EXHIBIT 8C <br />4790 J <br />Rell <br />PROJECT: SNOWCAP COAL COMPANY, INC. <br />TITLE: <br />CAMEO REFUSE DISPOSAL AREA #1 <br />POST MINING TOPOGRAPHY <br />Pt1, -5 lC) 2tolz. <br />— 81 — 041 DWG. NAME: <br />DMG I.D. No. G <br />SCALE: EXHIBIT 9C <br />-fF <br />E <br />E <br />ir <br />Q <br />m <br />U <br />� <br />a <br />a� <br />m <br />+ 844.5 <br />I <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 Ol8G0Cl <br />N 1017500 <br />•� ♦ <br />DSIDE <br />RTH PORT <br />SEE EXHIBIT 8C <br />4790 J <br />Rell <br />PROJECT: SNOWCAP COAL COMPANY, INC. <br />TITLE: <br />CAMEO REFUSE DISPOSAL AREA #1 <br />POST MINING TOPOGRAPHY <br />Pt1, -5 lC) 2tolz. <br />— 81 — 041 DWG. NAME: <br />DMG I.D. No. G <br />SCALE: EXHIBIT 9C <br />